CN208105280U - One kind can apply prestressed complete anchor system - Google Patents
One kind can apply prestressed complete anchor system Download PDFInfo
- Publication number
- CN208105280U CN208105280U CN201820370522.4U CN201820370522U CN208105280U CN 208105280 U CN208105280 U CN 208105280U CN 201820370522 U CN201820370522 U CN 201820370522U CN 208105280 U CN208105280 U CN 208105280U
- Authority
- CN
- China
- Prior art keywords
- anchor
- complete
- self
- rod
- locking device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses one kind can apply prestressed complete anchor system, belongs to engineering field, to solve the problems, such as that poor corrosion resistance existing for existing anchor pole, anti-pulling ability are poor, power transmitting is non-uniform.It includes anchor pole, self-locking device, spiral strainer, prestressing force implementing device, and the anchor pole includes sequentially connected trapezoidal thread anchor head, reducer and anchor rod body, and anchor rod body covers in spiral strainer；Anchor rod body is equipped with body of rod protrusion, and the leading portion of body of rod protrusion is set with self-locking device；The self-locking device includes deep floor and from lock barrel, and the leading portion of body of rod protrusion is sleeved on from lock barrel, is equipped with deep floor from the bottom of lock barrel；The front end of anchor pole is equipped with prestressing force implementing device.The complete anchor system of the utility model is compared with prior art, easy to operate, and anchoring is stablized, and can meet the requirement of a variety of high intensity according to construction requirement, environmentally protective, corrosion resistance is strong.
Description
Technical field
The utility model belongs to engineering field, and in particular to one kind can apply prestressed complete anchor system.
Background technique
In the Bracing Process that geotechnical engineering and geological disaster prevent, anchor pole is most basic component part.Currently, anchor pole
It is applied not only to mine, while on a large scale in engineering technology, side slope, tunnel and dam body etc. to be reinforced.Existing gold
Category anchor pole poor corrosion resistance, quality is big, elasticity modulus is big, can not use for a long time in the environment of acid, alkali, villaumite and humidity.
The inevitable side slope of highway engineering is excavated, and anchor pole is usually used for the reinforcing and protection of side slope.Existing side slope
Reinforcing anchor pole is typically all regular reinforcement or high tensile reinforcement, and reinforcing bar is easy hair under the influence of certain ground matter and water quality
Raw corrosion.The fiber slip casting bag of gas permeability is applied to foundation pit soil nailing or suspension roof support, inevitably occurs seeping water and mortar and the soil body
Between bond stress it is inadequate, the anti-pulling capacity of design requirement is still not achieved.Anchor hole diameter is increased using complete opening or lengthens anchor pole
Although effectively, construction cost increase is very high, and difficulty of construction can also increase for the method for length.
Utility model content
The purpose of the utility model is to provide one kind can apply prestressed complete anchor system, is deposited with solving existing anchor pole
Poor corrosion resistance, anti-pulling ability is poor, power transmitting is uneven and can not be in the environment of acid, alkali, villaumite and humidity
The problem of long-time service.
The technical solution that the utility model is taken is：One kind can apply prestressed complete anchor system, including
Anchor pole, further includes self-locking device, spiral strainer, prestressing force implementing device, and the anchor pole includes sequentially connected trapezoidal thread anchor
Head, reducer and anchor rod body, anchor rod body cover in spiral strainer；Anchor rod body is equipped with body of rod protrusion, body of rod protrusion
Leading portion is set with self-locking device；The self-locking device includes deep floor and from lock barrel, is sleeved on body of rod protrusion from lock barrel
Leading portion, from the bottom of lock barrel be equipped with deep floor；The front end of anchor pole is equipped with prestressing force implementing device, prestressing force implementing device
Including work anchor, stress dispersion casing, jack and positioning backing plate, stress dispersion set is installed on trapezoidal thread anchor head
Pipe is fixed on work anchor in positioning backing plate, sets in front of work anchor in the end sleeve of anchor rod body equipped with backing plate is positioned
There is jack, work anchor and jack are set in outside stress dispersion casing.
Spiral strainer has enhancing second contact surface（The contact surface of mortar and the soil body）The effect of tension.Self-locking device has bar
The effect of body anti-pulling.
The complete anchor system of the utility model is compared with prior art, easy to operate, and anchoring is stablized, and can be according to construction
It is required to meet the requirement of a variety of high intensity, environmentally protective, corrosion resistance is strong, anti-pulling ability is good, power transmitting is uniform, can be
Acid, alkali, villaumite and humidity environment in use for a long time.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of self-locking device in the utility model；
Fig. 3 is the sectional view of fixture in the utility model；
Fig. 4 is the left view of Fig. 3；
Fig. 5 is the sectional view of trapezoidal thread anchor head in the utility model；
Fig. 6 is the structural schematic diagram of spiral strainer in the utility model.
Fig. 7 is the operation schematic diagram of the utility model.
Appended drawing reference meaning is as follows：1- moveable anchor, 2- jack, 3- trapezoidal thread anchor head, 4- position backing plate, 5- spiral
Strainer, 6- anchor rod body, 7- air drill pore-forming hole wall, 8- body of rod protrusion, 9- self-locking device, 10- work anchor, 11- stress dispersion set
Pipe, 12- deep floor, 13- is from lock barrel, 14- inner clamp piece, 15- intermediate plate outer wall, 16- stop collar, 17- reducer, 18- mortar
Body.
Specific embodiment
The utility model is described in more detail with reference to the accompanying drawing.
This one end of trapezoidal thread anchor head 3 becomes leading portion in Fig. 1.
As shown, one kind can apply prestressed complete anchor system, including anchor pole, it further includes self-locking device 9, spiral shell
Strainer 5, prestressing force implementing device are revolved, anchor pole includes sequentially connected trapezoidal thread anchor head 3, reducer 17 and anchor rod body 6, anchor
6 sets of club shaft in spiral strainer 5；Spiral strainer 5 is serrated along axial direction.
Anchor rod body 6 is equipped with body of rod protrusion 8, and the body of rod 8 leading portions of protrusion are set with self-locking device 9；Self-locking device 9 includes adding
Strong floor 12 and from lock barrel 13, the leading portion of body of rod protrusion 8 is sleeved on from lock barrel 13, is equipped with and reinforces from the bottom of lock barrel 13
Floor 12；The front end of anchor pole is equipped with prestressing force implementing device, and prestressing force implementing device includes work anchor 10, stress dispersion casing
11, jack 2 and positioning backing plate 4, are equipped with stress by trapezoidal thread on trapezoidal thread anchor head 3 and disperse casing 11,
The end sleeve of anchor rod body 6 loads onto positioning backing plate 4, work anchor 10 is fixed in positioning backing plate 4, in the front of work anchor 10
Equipped with jack 2, work anchor 10 and jack 2 are set in outside stress dispersion casing 11.
Fixture is equipped on trapezoidal thread anchor head 3, fixture includes moveable anchor 1, inner clamp piece 14, intermediate plate outer wall 15, moveable anchor 1
It is set with inner clamp piece 14 outside, inner clamp piece 14 is externally provided with intermediate plate outer wall 15.Stop collar 16 is equipped in the inside of intermediate plate outer wall 15.
In present embodiment, it is equipped with a body of rod protrusion 8 at interval of 50~80cm on anchor rod body 6, belongs to an entirety.
Anchor rod body 6, body of rod protrusion 8, reducer 17 and trapezoidal thread anchor head 3 are disposably process by basalt fiber tendons material, and
20%~40% steel fibre is wherein being added.Spiral strainer is worked out by basalt fiber tendons material.
Anchor pole will receive the pulling force of extraneous gliding mass during the work time, so that anchor pole has the tendency that extracting outward, at this time certainly
The end of locking device 9 starts to expand under the action of body of rod protrusion 8, is formed self-locking.In the course of normal operation of anchor pole, variable diameter
Section 17 can eliminate stress concentration, increase the reliability and durability of anchor pole.
When implementation：After air drill pore-forming, the anchor rod body 6 with spiral strainer 5 is placed into the hole having become, is fixed
Anchor rod body 6 and spiral strainer 5 carry out first time slip casting in spiral strainer 5 at this time, to carry out after first time slip casting solidification
Second of slip casting, with the increase of body 18, the soil body of spiral strainer 5 and air drill pore-forming hole wall 7 is in contact, and then occurs to squeeze
Pressure, the screw thread of spiral strainer 5 is cut into the soil body at this time, forms helicoid after solidifying completely to slurries, mortar and the soil body are complete
Contact positions backing plate 4 in the end sleeve of aperture anchor rod body 6, then installment work anchor 10, work on positioning backing plate 4
Jack 2, the other end holding tool anchor 1 of jack 2 are set with above anchor 10.After completing above-mentioned work, start to carry out prestressing force
Load, work anchor 10 and moveable anchor 1 start to work and bear pulling force at this time, as 2 pulling force of jack is continuously increased, work anchor 10
It is constantly locked with moveable anchor 1, after prestressing force is loaded into design value, 2 off-load of jack, taking off tool anchor 1 and jack 2 are used
Mortar closes anchor head, completes prestressing force load.
Claims (7)
1. one kind can apply prestressed complete anchor system, including anchor pole, it is characterised in that：It further include self-locking device（9）, spiral shell
Revolve strainer（5）, prestressing force implementing device, the anchor pole includes sequentially connected trapezoidal thread anchor head（3）, reducer（17）And anchor
Club shaft（6）, anchor rod body（6）It covers in spiral strainer（5）It is interior；Anchor rod body（6）It is equipped with body of rod protrusion（8）, body of rod protrusion
（8）Leading portion be set with self-locking device（9）；The self-locking device（9）Including deep floor（12）With from lock barrel（13）, self-locking
Sleeve（13）It is sleeved on body of rod protrusion（8）Leading portion, from lock barrel（13）Bottom be equipped with deep floor（12）；The front end of anchor pole
Equipped with prestressing force implementing device, prestressing force implementing device includes work anchor（10), stress dispersion casing (11), jack (2) and
It positions backing plate (4), stress dispersion casing (11), the end sleeve in anchor rod body (6) is installed on trapezoidal thread anchor head (3)
Equipped with positioning backing plate (4), in positioning backing plate（4）It is fixed on work anchor（10）, in work anchor（10）Front be equipped with it is very heavy
Top（2）, work anchor（10）And jack（2）It is set in stress dispersion casing（11）Outside.
2. one kind according to claim 1 can apply prestressed complete anchor system, it is characterised in that：In trapezoidal thread
Anchor head（3）It is equipped with fixture, the fixture includes moveable anchor（1）, inner clamp piece（14）, intermediate plate outer wall（15）, moveable anchor（1）Housing
Equipped with inner clamp piece（14）, inner clamp piece（14）It is externally provided with intermediate plate outer wall（15）.
3. one kind according to claim 2 can apply prestressed complete anchor system, it is characterised in that：In intermediate plate outer wall
（15）Inside be equipped with stop collar（16）.
4. one kind according to claim 2 or 3 can apply prestressed complete anchor system, it is characterised in that：The anchor
Club shaft（6）On at interval of 50~80cm be equipped with a body of rod protrusion（8）.
5. one kind according to claim 4 can apply prestressed complete anchor system, it is characterised in that：The spiral filter
Net（5）It is serrated along axial direction.
6. one kind according to claim 5 can apply prestressed complete anchor system, it is characterised in that：The anchor pole bar
Body（6）, the body of rod protrusion（8）, reducer（17）With trapezoidal thread anchor head（3）It is disposably process by basalt fiber tendons material,
And in the steel fibre for being wherein added 20%~40%.
7. one kind according to claim 6 can apply prestressed complete anchor system, it is characterised in that：The spiral filter
Net is worked out by basalt fiber tendons material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820370522.4U CN208105280U (en) | 2018-03-19 | 2018-03-19 | One kind can apply prestressed complete anchor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820370522.4U CN208105280U (en) | 2018-03-19 | 2018-03-19 | One kind can apply prestressed complete anchor system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208105280U true CN208105280U (en) | 2018-11-16 |
Family
ID=64126999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820370522.4U Expired - Fee Related CN208105280U (en) | 2018-03-19 | 2018-03-19 | One kind can apply prestressed complete anchor system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208105280U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109458196A (en) * | 2019-01-15 | 2019-03-12 | 西南交通大学 | A kind of environment-friendlydurable durable single shell lining structure suitable for Support System in Soft Rock Tunnels |
-
2018
- 2018-03-19 CN CN201820370522.4U patent/CN208105280U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109458196A (en) * | 2019-01-15 | 2019-03-12 | 西南交通大学 | A kind of environment-friendlydurable durable single shell lining structure suitable for Support System in Soft Rock Tunnels |
| CN109458196B (en) * | 2019-01-15 | 2020-07-17 | 西南交通大学 | Environment-friendly durable single-layer lining structure suitable for weak surrounding rock tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101906977B (en) | Method for preventing and treating large deformation and collapse of softrock tunnel | |
| WO2015176614A1 (en) | Construction method and structure of pressure dispersing expansion head anchor rod | |
| CN201502061U (en) | Recoverable prestressing anchor rope with double anchor heads | |
| CN102051880B (en) | Detachable anchor | |
| CN215107286U (en) | Fair-faced concrete wall formwork system | |
| CN109837895A (en) | A kind of big pressure dispersing anchorage cable construction of depth | |
| RU83517U1 (en) | SOIL ANCHOR | |
| CN102926550A (en) | System and method for reinforcing masonry structure by using cross wall and flat steel draw bar | |
| CN104532860B (en) | Recoverable soil nail | |
| CN210562163U (en) | Prefabricated prestressed anchor rod piece | |
| CN208105280U (en) | One kind can apply prestressed complete anchor system | |
| CN205171547U (en) | Recoverable miniature stock wall | |
| CN201809768U (en) | Recyclable pre-stressing anchor rope with U-shaped anchoring head | |
| CN2296366Y (en) | Line holding type reclaimable rockbolt | |
| CN109024622B (en) | Use method of slope reinforcement rod piece | |
| CN204327134U (en) | A kind of prestressing force balance anchor cable | |
| CN201704695U (en) | Slope reinforcement structure supported by glass fiber pre-stressed soil nails | |
| CN206987855U (en) | A kind of novel combination type grouted anchor bar | |
| CN207092104U (en) | A kind of steel-pipe pile attachment structure | |
| CN205062813U (en) | But ground tackle of recovery type anchor rope | |
| CN110410121B (en) | Broken rock mass anchor bolt supporting device | |
| CN207538032U (en) | Perceive anchor pole | |
| CN2809219Y (en) | Foundation pit anchor rod capable of reclaiming anchor bar | |
| RU2057847C1 (en) | Method for strengthening foundation | |
| CN204475352U (en) | Recoverable soil nail |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181116 Termination date: 20200319 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |